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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC | ₹3.2 L | L1 | Accepted-AOC LEAST |
| 2 | Rejected-Technical | - | - | Rejected-Technical SECOND |
| 3 | Rejected-Technical | - | - | Rejected-Technical SECOND |
| 4 | Rejected-Technical | - | - | Rejected-Technical SECOND |
| 5 | Rejected-Technical | - | - | Rejected-Technical SECOND |
| Sl No | Description | Qty | Unit | F.Satheesh Raj L4 | MOHANAKUMAR.G L1 | SHAJIKUMAR C L5 | AJITHKUMAR M L2 | AJTHKUMAR R L3 | SURESHKUMAR K L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00SIDE WALL | |||||||||
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 17.8 | cum | 700 ₹12,460 Lowest | 732.66 ₹13,041.35 | 798.13 ₹14,206.71 | 740.07 ₹13,173.25 | 760.58 ₹13,538.32 | 837.6 ₹14,909.28 |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 8.88 | cum | 5,000 ₹44,375 Lowest | 5,326.95 ₹47,276.68 | 5,802.95 ₹51,501.18 | 5,380.85 ₹47,755.04 | 5,529.95 ₹49,078.31 | 6,089.95 ₹54,048.31 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1.05 | cum | 8,000 ₹8,400 | 7,002.33 ₹7,352.45 Lowest | 7,628.04 ₹8,009.44 | 7,073.19 ₹7,426.85 | 7,269.18 ₹7,632.64 | 8,005.3 ₹8,405.57 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 21.84 | cum | 8,500 ₹1,85,640 | 6,843.18 ₹1,49,455.05 Lowest | 7,454.66 ₹1,62,809.77 | 6,912.42 ₹1,50,967.25 | 7,103.96 ₹1,55,150.49 | 7,823.34 ₹1,70,861.75 |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.16 | tonne | 97,000 ₹15,908 | 78,511.55 ₹12,875.89 Lowest | 85,527.03 ₹14,026.43 | 79,305.95 ₹13,006.18 | 81,503.45 ₹13,366.57 | 89,756.96 ₹14,720.14 |
| 1.01 | 9.3.C:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(C) 750 mm dia | 6 | metre | 750 ₹4,500 Lowest | 2,992.66 ₹17,955.96 | 3,260.12 ₹19,560.72 | 3,022.98 ₹18,137.88 | 3,106.75 ₹18,640.5 | 3,421.35 ₹20,528.1 |
| 1.01 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 50 | cum | 500 ₹25,000 Lowest | 511.72 ₹25,586 | 557.44 ₹27,872 | 516.9 ₹25,845 | 531.22 ₹26,561 | 585.01 ₹29,250.5 |
| 1.01 | 12.4.3.3:Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 III. Random rubble masonry (iii) In cement mortar (1:5) | 2.6 | cum | 6,000 ₹15,600 Lowest | 7,481.8 ₹19,452.68 | 8,150.35 ₹21,190.91 | 7,557.5 ₹19,649.5 | 7,766.92 ₹20,193.99 | 8,553.44 ₹22,238.94 |
| 1.01 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 2.7 | cum | 500 ₹1,350 Lowest | 2,594.26 ₹7,004.5 | 2,826.07 ₹7,630.39 | 2,620.51 ₹7,075.38 | 2,693.12 ₹7,271.42 | 2,965.84 ₹8,007.77 |
Tender Value
₹4.2 L
EMD Value
₹10,589
Closing Date
24 Feb 2026, 5:00 pmClosed
OFFICE OF AEE
OFFICE OF AEE
Annual Plan-456/25-26 Construction of Aruvippuram Thodu Bund in Mullaravila Ward-12-Neyyattinkara munccipality.-General Civil Work
2026_LSGD_836460_4
E5/AEE/LSGD/2026/FIRST
Open Tender
Civil Works - Roads
Item Rate
180 days
NEYYATTINKARA MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,589
Yes
10 Sept 2026
17 Feb 2026
27 Feb 2026
17 Feb 2026
24 Feb 2026
17 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SIDE WALL | |||||
| 1.001 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 17.8 | cum | - | - |
| 1.002 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 8.88 | cum | - | - |
| 1.003 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1.05 | cum | - | - |
| 1.004 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 21.84 | cum | - | - |
| 1.005 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.16 | tonne | - | - |
| 1.006 | 9.3.C:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(C) 750 mm dia | 6 | metre | - | - |
| 1.007 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 50 | cum | - | - |
| 1.008 | 12.4.3.3:Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 III. Random rubble masonry (iii) In cement mortar (1:5) | 2.6 | cum | - | - |
| 1.009 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 2.7 | cum | - | - |
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